The invention provides a large chamber surrounding rock stress characteristic
dynamic prediction method and device, and relates to the technical field of underground
engineering surrounding rock stability prediction. The method comprises the following steps: establishing a
loss function of a dynamic multi-
physics field coupled neural network framework by combining a data fitting item residual item, a
time sequence continuity regularization item and a large chamber surrounding rock mixed physical constraint
loss function constructed based on a layered
time sequence parameter, a multi-source
physics field parameter and a geological parameter; layered
time sequence characteristics of layered excavation of the surrounding rock of the large chamber are extracted, and sampling data are dynamically determined; then, the weights of different physical fields in the large-chamber surrounding rock mixed physical constraint
loss function are optimized; and according to the optimized loss function, obtaining a trained dynamic multi-
physics field coupled neural network framework, and then generating a
dynamic prediction result of the stress characteristics of the surrounding rock of the large chamber. According to the method, the problems of multi-field
coupling equation embedding, time sequence
dynamic feature capturing and high-risk region
data optimization can be effectively solved.